Design a three layer flexible pavement system using the CBR method, knowing hat the present AADT is (6500 v/d) the heavy vehicles represent 25% of it. The ighway lifetime and the construction period about 18 years and the growth rate s (r30.02). The CBR values are as foll ows: Subgrade soil = 6%, sub-base = 7%, Base = 75%. %3D %3D
Design a three layer flexible pavement system using the CBR method, knowing hat the present AADT is (6500 v/d) the heavy vehicles represent 25% of it. The ighway lifetime and the construction period about 18 years and the growth rate s (r30.02). The CBR values are as foll ows: Subgrade soil = 6%, sub-base = 7%, Base = 75%. %3D %3D
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 22P
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Question
![A) Design a three layer flexible pavement system using the Vheem method,
knowing that the projected ESAL is (32.000,000), the R value for the cement
treated granular base (Type B) is 75, for the subbase is 55 and for the subgrade
soil is 29.
B) Design a three layer flexible pavement system using the CBR method, knowing
that the present AADT is (6500 v/d) the heavy vehicles represent 25% of it. The
highway lifetime and the construction period about 18 years and the growth rate
is (r-0.02). The CBR values are as follows: Subgrade soil = 6%, sub-base =
17%, Base = 75%.
%3!](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91214931-7bdc-43cb-ba5c-35f1503528b6%2F9e1a443e-44f3-463a-91ad-dc77184a6608%2Fa01k6tp_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A) Design a three layer flexible pavement system using the Vheem method,
knowing that the projected ESAL is (32.000,000), the R value for the cement
treated granular base (Type B) is 75, for the subbase is 55 and for the subgrade
soil is 29.
B) Design a three layer flexible pavement system using the CBR method, knowing
that the present AADT is (6500 v/d) the heavy vehicles represent 25% of it. The
highway lifetime and the construction period about 18 years and the growth rate
is (r-0.02). The CBR values are as follows: Subgrade soil = 6%, sub-base =
17%, Base = 75%.
%3!
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